Evaluation of Steel Shear Walls Behavior with Sinusoidal and Trapezoidal Corrugated Plates

Table 2

Obtained result of experimental and ANSYS models.

Ultimate deflection		Ultimate load		Model
(mm)		(KN)
Experimental	ANSYS	Experimental	ANSYS
22.9	26.57	284.85	355.58	TS600-3-A
20.5	19.27	285.45	264.26	TS600-3-B
14.05	15.12	285.45	300.59	TS600-3-C